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EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON STRENGTH CHARACTERISTICS OF RIGID PAVEMENT BY USING GLASS FIBRES AND ITS OPTIMUM DOSAGE
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EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON STRENGTH CHARACTERISTICS OF RIGID PAVEMENT BY USING GLASS FIBRES AND ITS OPTIMUM DOSAGE
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 09 | Sep 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1283 EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON STRENGTH CHARACTERISTICS OF RIGID PAVEMENT BY USING GLASS FIBRES AND ITS OPTIMUM DOSAGE Revangouda Patil1 1 MTech Student Civil Engineering Dept. Jain college of engineering Belagavi, Karnataka, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Due to the high amount of alkali glass Fibers, GFRC gains strength. The GFRC strength under compressive loads is great due to the high content of cement and low w/c (water to cement) ratio. Additionally, these materials have excellent tensile and flexural strength. The efficiency of a Fiber's load resistance depends on its orientation. To provide the necessary tensile strength, the Fiber must be stiff. As a result, these materials perform better than regular concrete. Tensile loads are supported by the high Fiber content, while the polymers in the concrete give it flexibility. GFRC has superior physical characteristicstounreinforcedconcrete. The strength of steel reinforced concrete is significantly increased by properly constructed steel goods that are made with GFRC or regular concrete) Key Words: GFRC, Fibre reinforced,Concreteroads,etc. 1. INTRODUCTION The pavement construction must be able to provide a surface with a better riding quality, better or enough skid resistance, good light reflecting properties, and less sound. The final goal is to guarantee that the transmitted stresses brought on the wheel load are adequately reduced to prevent them from exceeding the subgrade's bearing capacity. In general, rigid pavements and flexiblepavements are both acknowledged as providing this function. The varieties of pavement, their layers, their purposes, and pavement failures are all described in this chapter. Pavementsthatareimproperlydesigneddegradesooner and have lower riding quality. 1.1 BENEFITS OF GFRC 1) Not particularly heavy. 2) Since GFRC is internally reinforced,additional types of reinforcement that could be challenging for intricate moulds are not required[1]. 3) GFRC is made of substances that are unlikely to catch fire. When exposed to fire,theconcreteactsas a thermal regulator, shielding the materials from the heat of the flame. 4) Tough materials also save shipping costs, allow for design flexibility, and have a lower environmental impact[2]. 5) Greater strength increasesresistancetoearthquake loads 6) GFRC is more resistant to freeze-thaw conditions than regular concrete and is less susceptible to the impacts of the weather. 7) Highly chemical-resistant, anti-corrosive, high flexural, impact, and tensile strength 8) Increase effect defense 9) Strengthen resistance to shrinking of plastic during curing. 1.2 GFRC DISADVANTAGES No ductility exists. The capacity of a solid material to deform under stress is known as ductility. More costlier than conventional concrete. The challenging is to self-mix GFRC. This kind of concrete is typically mixed, poured, or sprayed by a contractor. Although the mixture is quite adaptable, if it is not applied or poured properly, it can crumble. 1.3 METHODOLOGY 1. Collection of literature review. 2. Collection of materials. 3. Basic test conducted on materials. 4. Mix design part. 5. Casting of beams and cubes. 6. Testing. 7. Result and discussion. 8. Design of pavement thickness based on flexural strength obtained. 9. Regression analysis. 10. Conclusion.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 09 | Sep 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1284 2. REGRESSION ANALYSIS It is collection of techniques for calculating relationship between the dependent and independent variable. Dependent variable areoutcomesandindependent variables are predictors[3]. The most commonfromislinear regression analysis finds a line that is closely fits the data according to a relevant mathematical case. This enables the researcher to calculate the outcome of expectation of dependent variable when independent variable takes on given data values. Regression analysis is used for prediction and forecasting where it overlaps with machine learning[4]. 3. MATERIALS USED 3.1. CEMENT When water is added to cement, the cement solidifies. High limepercentage typically lengthensthesettingtimeand produces cement with a high early strength. Cement loses strength as time passes. A high silica content increases strength and extends the setting time. Iron oxide is a relatively inactive component of cement. Table -1: Tests on Cement Standard consistency 33% Specific Gravity 3.072 Initial setting time 170 Final setting time 330 3.2. COARSE AGGREGATE Natural or crushed gravel may be used as the coarse aggregate. It should be clean and devoid of dust and other contaminants, and it can range in size from a maximum of 20mm down to 4.75mm[6]. Table -2: Tests on Coarse aggregate. Fineness modulus 6.95 Specific Gravity 2.73 Bulk specific gravity 2.72 Water absorption 0.27% 3.3. FINE AGGREGATE Sand or fine aggregate could be crushed or natural. It might be found in a quarry or inariverbed.Sandparticlescan range in size from a maximum of 4.75mm down to 150microns, or 0.150mm. All the particles in the aforementioned range must be present in good sand particles, and the sand should be graded. Table -3: Tests on Fine aggregate. Fineness modulus 3.96 Specific Gravity 2.33 Water absorption 3% 3.4. GLASS FIBRE In this project we have used “cem-fil Anti-crack hd Fiber”.Anti-Crack hd (High Dispersion) is an engineered AR- glass chopped strand designed for mixing in concrete and all hydraulic mortars. ADVANTAGES- Very poor electrical conductivity. Glass fiber with specific gravity of 2.68. Softening point: 860 - 1580 °F. Very good chemical resistance. Tensile strength ranges from 1000 to 1700 MPa. While the elastic modulus is 72GPas. Fig -1: Glass fibre 4. MIX DESIGN [5] Table -4: Shows mix design MATERIALS Kg/m3 CEMENT 383.16 WATER 191.6 FA 716.3 CA 1168.77 RATIO:- 1:1.869:3.05
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 09 | Sep 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1285 5. RESULTS AND DISCUSSION 5.1. COMPRESSIVE STRENGTH Chart -1: Compressive test results for 7&28days The first bar in the graph represents the normal cement concrete with 20.3N/mm2 as the compressive strength. The second bar is the results of concrete with1%of glass fiber with 22.67 N/mm2 as the compressive strength. The third bar represents the results of the concrete 1.5% of glass fiber with 23.33 N/mm2 as the compressive strength. The fourth bar represents the results of the concrete 2% of glass fiber with 24.52N/mm2 as the Compressive strength. The fifth bar represents the results of the concrete 3% of glass fiber with 26.60N/mm2 as the Compressive strength. The sixth bar represents the results of the concrete 3.5% of glass fiber with 25.02N/mm2 as the Compressive strength. The seventh bar represents the results of the concrete 4% of glass fiber with 21.46N/mm2 as the Compressive strength. Chart -2: Shows optimum dosage of fibres 5.3. Chart -2: Flexural Strength 5.2. FLEXURAL STRENGTH Percentages of fibres 2 m N/m h gt en tr s l ra xu e Fl 0 3 0 1 2 3 4 5 6 7 8 9 7.86 4.67 5.4. REGRESSION ANALYSIS Chart -3: Regression analysis 1) The correlation greater than 0.8 is generally strong and correlation of 0.5 is said to be weak 2) If correlation is near to 0.99, predicated values become observed. 3) Higher grade of concrete we have greater coefficient of correlation.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 09 | Sep 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1286 Table -5: Results of pavement slab thickness. Grade of concrete (M25) Flexural strength (kg/cm2 ) Thickness of slab(cm) C.C 46.62 28 G.F.R.C 78.61 22 6. CONCLUSION It is evident that fiber reinforced concrete has 28% more compressive strength compared to normal concrete. There is 20.46% increase of compressivestrengthat 7 days and 17.1% increase at 28 days compared to normal concrete. The observed optimumdosageoffiberwasat3%.On addition of glass. Fiber in concrete, with 3% dosage the thickness of concrete pavement is decreased by 21%, which is economical when compared to normal plain concrete and is cost effective. In analytical study, the output and linear equation obtained displays a strong co relation after regression analysis for present study. REFERENCES [1] Shrikanth M. Harle, "Glass fibre reinforced concrete "- international journal of Civil engineering and research ISSN: 2278-3652 volume 5 (2014) [2] J D chaitantya Kumar “experimental studies on glass fibre concrete”Americanjournal ofengineeringresearch volume-5 (2016) [3] Rahul Chaudhary(2017)(3) “experimental analysis of glass fibre reinforced concrete compositesinternational journal of engineering research and technology volume 6. [4] U k unamba E S Nwajagu.abutu and abutu and O J.Agbo- anike “predictive model for compression strength of concrete replacement of cement using multiple regression analysis(2020). [5] lS:10262-2009 “Recommended Guidelines for Concrete Mix Design”. [6] IS: 383-1970 “Specification for coarse and fine aggregates”. 4) Relation lies between 1 and -1. 5) When the value is 0.99 there is high chances of getting accurate compressive strength. 6) When the coefficient of correlation is less we get more deviated equation. 7) We can predict the compressive strength of no of dayslike 28th day of curing by deriving an equation.
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